交通运输系统工程与信息 ›› 2014, Vol. 14 ›› Issue (1): 174-179.

• 系统工程理论与方法 • 上一篇    下一篇

设有待转区的左转专用车道车辆释放过程建模

陈永恒*, 白乔文, 魏雪延   

  1. 吉林大学 交通学院, 长春 130022
  • 收稿日期:2013-08-29 修回日期:2013-11-16 出版日期:2014-02-25 发布日期:2014-07-07
  • 作者简介:陈永恒(1978-), 男, 吉林省公主岭市人, 副教授,博士.

Departure Processes Model for Left-turn Laneson Waiting Area

CHEN Yong-heng, BAI Qiao-wen, WEI Xue-yan   

  1. College of Transportation, Jilin University, Changchun 130022, China
  • Received:2013-08-29 Revised:2013-11-16 Online:2014-02-25 Published:2014-07-07

摘要:

本文根据交通波理论,综合考虑信号交叉口左转车辆的到达率、释放率和起动波传播率,采用流量累计曲线方法,建立左转车辆释放过程分析模型,并依据此模型确定左转车辆的最大排队长度,左转专用相位的最短绿灯时间、最佳绿灯时间和最长红灯时间.在交叉口的渠化方案和信号配时方案保持不变的情况下,可以得出设置左转待转区后每周期左转车释放量的增加值,从而计算出左转车道通行能力的提高值.研究结论可为设有待转区的信号控制交叉口配时方案优化提供参考.

关键词: 交通工程, 信号交叉口, 左转待转区, 释放过程模型, 通行能力分析

Abstract:

The departure processes model is formulated for left-turn lanes on waiting area, depending on the theory of traffic wave. The model adopts cumulative curve which is based on arrival rate, departure rate and spreading rate of starting wave. According to this model, the max queue length, the minimum green time, the optimum green time and the maximum red time of left-turn phase can be determined. On the condition that channelization and signal timing method of intersection are invariable, the increment of vehicle released per cycle can be calculated through the departure processes model, moreover, the increment of left-turn lanes capacity. The result can also be used as an academic reference for optimizing signal control parameters.

Key words: traffic engineering, signalized intersection, left-turn waiting zone, departure processes model, capacity of left-turn lane

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